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Original scientific paper

https://doi.org/10.14256/JCE.1295.2015

Reliability and punching shear resistance of slabs in non linear domain

Kernou Nassim
Youcef Bouafia
Belakhdar Khalil


Full text: croatian pdf 678 Kb

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Full text: english pdf 669 Kb

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Abstract

In this paper, the punching shear resistance of slabs is numerically evaluated and compared to predictions specified in some design codes. The interaction of major parameters that affect the punching shear behaviour and failure mode of slabs is also studied. Reliability analysis results are presented in terms of the reliability index for various levels of Pu/Pflex. In addition to the reliability analysis, the sensitivity analysis is carried out in terms of different load levels so as to study the effect of main variables on the results.

Keywords

reliability analysis; reinforced-concrete slabs; sensitivity analysis; response surface; punching shear resistance

Hrčak ID:

149511

URI

https://hrcak.srce.hr/149511

Publication date:

14.12.2015.

Article data in other languages: croatian

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